Journal of Rock Mechanics and Geotechnical Engineering

Papers
(The median citation count of Journal of Rock Mechanics and Geotechnical Engineering is 6. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2022-05-01 to 2026-05-01.)
ArticleCitations
Multi-relation spatiotemporal graph residual network model with multi-level feature attention: A novel approach for landslide displacement prediction323
Extraction of high activity bacterial urease and its application to biomineralization of soil303
A material point finite element method for thermo-hydro-mechanical modeling in poro-elastic media with brittle fracturing302
Using multivariate adaptive regression splines to develop relationship between rock quality designation and permeability232
A practical framework for performance-based reliability analysis of subway stations based on a fault–structure combined system173
The role of friction difference between ice and rock on mobility of ice-rock avalanches based on ring shear tests170
Nuclear magnetic resonance relaxometry for pore size distribution in porous media: Accounting for diffusional coupling144
Determination of critical state line (CSL) for silty-sandy iron ore tailings subjected to low-high confining pressures143
Modeling footing resting on anisotropic sand using material point method129
Numerical investigation of the path-dependent frost heave process in frozen rock under different freezing conditions114
Improving water stability and mechanical behavior of surface clayey soil by bio-constructed barrier112
Dynamic soil response of a liquefaction-extended site reinforced with rigid drainage pile groups110
Crystalline swelling of GMZ bentonite under controlled relative humidity: Mineralogical basis and cation effects110
Combined effects of prestress, loading rate, and plastic properties on deformation and energy absorption of HSHT steel rock bolts108
Bearing capacity, shear band evolution, and deformation characteristics of slopes reinforced by root-inspired anchors using transparent soil model testing101
An improved strain-softening constitutive model of granite considering the effect of crack deformation99
Centrifuge modelling of permeable pipe pile in consideration of pile driving process, soil consolidation, and axial loading94
Physics-based and data-driven modeling for stability evaluation of buried structures in natural clays93
Revisiting each fracture size and spatial pattern: Inference from rock mass surface to interior91
Analytical model of 2D leakoff in waterflood-induced fractures90
Treatment of waste marine clay by alkaline-activated ground granulated blast-furnace slag and municipal solid waste incineration bottom ash90
Experimental study on progressive interfacial mechanical behaviors using fiber optic sensing cable in frozen soil89
A new algorithm for high-speed identification of discontinuities on large-scale rock outcrop: A case study in Jinsha River suture zone89
Determination of rock mass integrity coefficient using a non-invasive geophysical approach88
Tensile strength and failure behavior of rock-mortar interfaces: Direct and indirect measurements87
A physics-based probabilistic method for assessment of landslide-induced wave run-up hazards87
Rock fracture initiation under deep extreme in situ conditions: A review87
Microbially induced carbonate precipitation under high temperature and high pressure: Implications for geological CO2 storage86
Automatic interpretation of geometric information of discontinuities and its influence on the stability of highly-jointed rock slopes85
Can different machine learning methods have consistent interpretations of DEM-based factors in shallow landslide susceptibility assessments?81
Characterization of microseismicity induced by TBM excavation at the –280 m experimental level in Beishan underground research laboratory, China81
Rock mass response for lined rock caverns subjected to high internal gas pressure79
Coupled computational fluid dynamics–discrete-element method investigation of soil contact erosion under cyclic hydraulic loading: A multiscale perspective79
A novel method for geometric quality assurance of rock joint replicas in direct shear testing – Part 2: Validation and mechanical replicability78
Crack initiation characteristics of brittle rock under coupled hydraulic pressure and triaxial static-dynamic loading78
Strength of biocemented sand-EPS mixtures77
Mechanisms of efficient three-dimensional fracture network construction in deep shale reservoirs via methane multistage explosive fracturing77
Enhancing strain transfer efficiency of fibre optic sensors for geo-structural health monitoring through 3D-printed packaging76
Experimental investigation on shear strength deterioration at the interface between different rock types under cyclic loading74
Quantitative evaluation of shear wear on natural and fresh skarn joint surfaces based on acoustic emission and 3D laser scanning technology73
Macro-micro tests of cohesive soil under varied normal and shear stresses subjected to drying-wetting cycles71
Full-scale compaction and density homogeneity of GMZ bentonite–sand blocks as a high-level radioactive waste barrier in China by X-ray computed tomography71
Integrated wellbore-reservoir-geomechanics modeling for enhanced interpretation of distributed fiber-optic strain sensing data in hydraulic-fracture analysis71
Cracking and deformation behaviors of overhanging rock: Laboratory tests and optical monitoring70
Molecular insight into the transport of multicomponent heavy metals in calcium silicate hydrate and its mechanical behavior70
Modeling of multiphase flow in low permeability porous media: Effect of wettability and pore structure properties69
Pore pressure prediction based on conventional well logs and seismic data using an advanced machine learning approach68
Visualization test and numerical simulations of 2D blasting crack propagation67
Rockburst process and strength-weakening effect of the high-stress circular tunnel under internal unloading65
Geomechanical risk assessment for CO2 storage in deep saline aquifers63
Viscoelastic Burger's model for tunnels supported with tangentially yielding liner62
Shaking table tests on seismic energy absorption and deformation control mechanism of negative Poisson’s ratio anchor cables in slopes62
Investigation of equivalent strength parameters of soil-rock mixture using numerical manifold method62
Determination of convergence of underground gas storage caverns using non-invasive methodology based on land surface subsidence measurement62
Effect of triaxial stress constraints on explosive fracture in bedding shale62
Probability integrated hybrid machine learning models for predicting surface settlement of PVD-treated soft soil61
Image processing based infrared precursor recognition for NPR cable anchored rock with inclination angles61
Cementing interfaces debonding during methane deflagration fracturing based on measured bond strength and pressure data61
Influence of soil microstructure on disintegration characteristics of a compacted clayey soil under drying61
Machine learning-driven reliability assessment of liquefaction probability based on state parameter analysis61
Acoustic emissions and hydraulic performance during injection-rate- and pressure-rate-controlled laboratory hydraulic fracturing experiments on granite60
Continuous-discontinuous element method for three-dimensional thermal cracking of rocks60
An undrained expansion solution of cylindrical cavity in SANICLAY for K0-consolidated clays59
Thornthwaite moisture index and depth of suction change under current and future climate ‒ An Australian study59
Time series prediction of reservoir bank landslide failure probability considering the spatial variability of soil properties59
Tunnel boring machine jamming anticipation based on a new monitoring system for real-time perception of shield strain59
Air tightness of compressed air storage energy caverns with polymer sealing layer subjected to various air pressures58
Enhancing the volumetric stability of phosphogypsum base course materials by MICP treatment58
A stable CS-FEM for the static and seismic stability of a single square tunnel in the soil where the shear strength increases linearly with depth58
Spatiotemporal clustering for landslide hazard prediction revealed by the path-dependent perspective58
Modeling the cyclic response of trunk-root-soil systems under lateral loads in sand58
Microwave-assisted heating on sandstone subjected to liquid nitrogen freeze-thaw: Pore structures and temperature characteristics57
New digital drilling process monitoring: Instrumentation, validation and calibration55
Microstructure evolution in anisotropic tight sandstones under hydrostatic loading and unloading processes55
Saturated hydraulic conductivity of compacted bentonite–sand mixtures before and after gas migration in artificial seawater55
Effect of fiber-reinforcement on the mechanical behavior of sand approaching the critical state54
Analytical modeling of complex contact behavior between rock mass and lining structure54
Uncertainty quantification of inverse analysis for geomaterials using probabilistic programming54
Microscopic production characteristics and fluid behavior of shale oil in CO2–cosolvent SAG process: Insights into EOR and carbon storage54
A rainfall infiltration-redistribution model for heterogeneous slopes considering multi-parameter uncertainties53
Few-shot learning-aided constitutive modelling of granular soils with knowledge transfer across different soil types53
Laboratory investigation on damping characteristics of homogeneous and stratified soil-ash system53
Moment tensor and stress inversion solutions of acoustic emissions during compression and tensile fracturing in crystalline rocks53
A reliability-based framework using markov chain monte carlo simulation for estimating the strength of intact rock53
Viscoplastic solutions of time-dependent deformation for tunnels in swelling rock mass considering stress release53
Mechanical deterioration of flawed rocks under freeze-thaw and cyclic loading53
Soil desiccation cracking triggered by surface defects: Insight and mechanism based on strain/displacement analysis using DIC52
Optimization of long-hole raise blasting considering drilling deviations: Theoretical and numerical approaches52
Analytical model for predicting time-dependent lateral deformation of geosynthetics-reinforced soil walls with modular block facing52
Spatially distributed damage in sandstone under stress-freeze-thaw coupling conditions51
Leveraging large language models for automated knowledge extraction from geological reports50
Dynamic modeling of minimum mass of pore-gas for triggering landslide in stable gentle soil slope49
Vibrations induced by time-delayed double blastholes in underground rocks: Experimental study and theoretical analysis49
Inflow and outflow permeability tests in a very soft clay under low stresses49
Macro-micro behaviors and failure mechanism of frozen weakly cemented mudstone49
Investigation of imbibition and strain behavior of Longmaxi shale using fiber Bragg grating sensing49
Rainfall-induced wind erosion in soils stabilized with alkali-activated waste materials49
1:1 and 2:1 clay mixtures under controlled hydration: Experiment and molecular dynamics analysis48
A model LayerDFN for characterizing the inherent anisotropic rocks with large-scale and dense joints48
Anisotropic shearing mechanism of Kangding slate: Experimental investigation and numerical analysis48
Parameter calibration of the tensile-shear interactive damage constitutive model for sandstone failure48
A hybrid data-driven approach for rainfall-induced landslide susceptibility mapping: Physically-based probabilistic model with convolutional neural network48
Mechanical behaviors and rupture processes of a typical granitic stratum48
Normal vector estimation method for rock mass point clouds with sharp feature preservation via local geometric adjustment47
Soft ground tunnel lithology classification using clustering-guided light gradient boosting machine47
Numerical simulations of supercritical carbon dioxide fracturing: A review47
Correction of dynamic Brazilian disc tensile strength of rocks under preloading conditions considering the overload phenomenon and invoking the Griffith criterion47
Evaluation of slope stability through rock mass classification and kinematic analysis of some major slopes along NH-1A from Ramban to Banihal, North Western Himalayas46
Experimental investigations on effects of gas pressure on mechanical behaviors and failure characteristic of coals46
Sliding modes of fault activation under constant normal stiffness conditions46
Water retention behavior and shear strength of artificially cemented granite residual soil subjected to free drying46
Deep learning-based landslides detection improved by the gray level co-occurrence matrix of RGB optical images45
Characteristics of tensile and shear damage evolution during primary and secondary relaxation of Stanstead granite44
Multiphysics model of swelling geomaterials based on Stern theory: Describing different swelling behaviors depending on exchangeable cation species44
Application of wavelet to strength log from scratch test44
Implications of structural flexure on CO2 plume distribution and long-term reservoir deformation in the Canadian Aquistore CCS project43
Centrifuge modeling of a large-scale surcharge on adjacent foundation43
Water pressure relief treatment for protecting the initial support of inclined shafts at high water pressures42
A modified 3D mean strain energy density criterion for predicting shale mixed-mode I/III fracture toughness42
Erosion dynamics in loess with artificial joints: An experimental approach42
Influence of volume compression on the unloading deformation behavior of red sandstone under damage-controlled cyclic triaxial loading42
Multiscale modeling of gas-induced fracturing in anisotropic clayey rocks42
Rockburst criterion and evaluation method for potential rockburst pit depth considering excavation damage effect41
Coupled DEM-FDM analyses of the effects of falling rock’s shape and impact angle on response of granular cushion and rock shed41
Compressive strength of hydrothermally solidified waste clay by industry waste: Experimental tests and hybrid models41
Effect of confining pressures on the drilling parameters and specific energy: Insights into determining in situ stress using drilling monitoring techniques41
Grouting and re-bearing behaviors of sandy mudstone in the residual stage41
Using fracture-based continuum modeling of coupled geomechanical-hydrological processes for numerical simulation of hydraulic fracturing41
Hydraulic fracturing in unsaturated tight clay-rich sandstones: The role of water weakening and injection pressure40
Thermophysical-mechanical behaviors of hot dry granite subjected to thermal shock cycles and dynamic loadings40
Experimental and theoretical investigation of face failure and ground collapse during slurry pressure-balanced shield tunneling in saturated sand40
Vacuum dewatering behavior of foam-conditioned clay soil: Implications for foam optimization in earth pressure balance shield tunneling40
Synergistic high-dosage phosphogypsum and multi-solid wastes in subgrade fillers: Mechanical properties, micro-mechanisms, and environmental compliance40
Effect of acid type on biomineralization of soil using crude soybean urease solution40
Effect of rock joints on lined rock caverns subjected to high internal gas pressure39
Effect of heterogeneity on mechanical and micro-seismic behaviors of sandstone subjected to multi-level cyclic loading: A discrete element method investigation39
Effects of 3D deformation and nonlinear stress–strain relationship on the Brazilian test for a transversely isotropic rock39
Synchrotron-radiation computed tomography of the water drop penetration time test on hydrophobic soils39
A particle-resolved heat-particle-fluid coupling model by DEM-IMB-LBM39
Anisotropic mechanical characterization of gneissic rock from Canadian Shield: Bridging the micro- and meso-scale gap39
Uncertainties of landslide susceptibility prediction: Influences of random errors in landslide conditioning factors and errors reduction by low pass filter method39
A model for threshold pressure gradient in hydrate-bearing sediments during creep39
Erosion resistance and hydrological response of the slope enhanced by enzyme-induced calcium carbonate precipitation38
Catastrophic landslide due to thermal pressurization: The effect of shear dilation/contraction and porosity evolution38
Experimental study on convective heat transfer of supercritical carbon dioxide in granite fractures38
Stress-based evaluation of pore pressure generation in sands subjected to undrained cyclic loading38
Permeability of caprock in aquifer underground gas storage under impact disturbance: Experimental study and predictive modeling38
Multi-scale analysis of carbon mineralization in lime-treated soils considering soil mineralogy38
Experimental investigation on crack initiation and damage stresses of deep granite under triaxial compression using acoustic methods37
A new dilation angle model and a cohesion-weakening and friction-weakening model for simulating post-peak deformation of brittle hard rocks36
Structural design and strain transfer mechanism of fiber Bragg grating–3D-printed geogrid36
Coupling effects of confining pressure and strain rate on rock compressive strength36
Experimental and model investigation on fatigue properties of sandstone after fully coupled thermo-hydro-mechanical cycles36
Prediction of constrained modulus for granular soil using 3D discrete element method and convolutional neural networks36
Water-induced shear strength deterioration of sandstone-mudstone interface: Experimental and theoretical approach35
Prediction of high-embankment settlement combining joint denoising technique and enhanced GWO-ν-SVR method35
Shock-induced fracture of dolomite rock in small-scale blast tests35
Improvement of photogrammetric joint roughness coefficient value by integrating automatic shooting parameter selection and composite error model35
Microscopic damage and deterioration of carbonaceous slate in cold region subjected to freeze-thaw cycles35
Thermomechanical failure analysis of sandstone subjected to high ground temperature34
Hydro-shearing and traffic light protocols in mitigating seismic risks: A fully-coupled poroelastic boundary integral modeling approach34
Small-strain stiffness of alkali-contaminated undisturbed lateritic soil: Resonant column test and microanalysis34
A city-wide investigation on the subsurface temperature evolution and geothermal capacity evaluation34
Impact of shear process on solute transport and mixing partitioning in 3D intersecting fractures of thermally shocked granite34
Predicting the friction angle of clays using a multi-layer perceptron neural network enhanced by yeo-johnson transformation and coral reefs optimization33
Effects of hydrate occurrence habits on the acoustic propagation of hydrate-bearing sediment33
Intelligent decision-making for TBM tunnelling control parameters using multi-objective optimization33
Determining osmotic suction through electrical conductivity for unsaturated low-plasticity soils33
Hydromechanical responses of bentonite-based superabsorbent polymer improved silt under freeze-thaw cycles33
Laboratory study of fracture initiation and propagation in Barre granite under fluid pressure at stress state close to failure33
Stabilization of carbonate sand with filamentous fungi: Optimization and mechanical evaluation33
Machine learning and data-driven prediction of pore pressure from geophysical logs: A case study for the Mangahewa gas field, New Zealand33
Impact of joint distribution within hard rock mass on tunnel blasting profile: Numerical simulation and field measurement33
Stacking ensemble learning-driven risk assessment framework of rockfall in karst terrains: A case study in Guilin, China33
Discontinuity development patterns and the challenges for 3D discrete fracture network modeling on complicated exposed rock surfaces33
Segmenting identified fracture families from 3D fracture networks in Montney rock using a deep learning-based method33
Investigation on deterioration of mechanical properties of Jiangxi lateritic soil subjected to drying-wetting cycles33
Influences of bit button wear on performance of rotary-percussive drilling: MBD-DEM coupling simulation and verification33
Understanding the anisotropic stress–strain behavior of heterogeneous slate in uniaxial compressive strength testing32
Structural behavior of triple-layer composite lining of a water conveyance tunnel: Insight from full-scale loading tests32
Prediction of rock fragmentation in a fiery seam of an open-pit coal mine in India32
Displacement field reconstruction in landslide physical modeling by using a terrain laser scanner – Part 1: Methodology, error analysis and validation32
Influence of inter-grain cementation stiffness on the effective elastic properties of porous Bentheim sandstone32
Various admixtures to mitigate the long-term strength retrogression of Portland cement cured under high pressure and high temperature conditions32
Pore-scale gravity–capillary–viscous competition during drainage: A microfluidics approach32
A nonlinear creep model for surrounding rocks of tunnels based on kinetic energy theorem32
Exploring the mechanism of cohesive cross-layer fracture in laminated shale32
Effects of slurry and rock type on shear properties of grout-filled jointed rock: Experimental and numerical investigation32
Strength and deformation characteristics of irregular columnar jointed rock mass: A combined experimental and theoretical study31
Dynamic disaster mechanism and acoustic emission evolution of deep coal-rock under true triaxial disturbance stress31
Editorial for advances in slope deformation and failure analysis methods31
Thermally-induced cracking behaviors of coal reservoirs subjected to cryogenic liquid nitrogen shock31
Coalbursts in China: Theory, practice and management31
Real-time arrival picking of rock microfracture signals based on convolutional-recurrent neural network and its engineering application31
Effect of drying-wetting cycles on pore characteristics and mechanical properties of enzyme-induced carbonate precipitation-reinforced sea sand31
Influence of isolated footing embedment on the seismic performance of building considering the soil-foundation-structure interaction: An experimental approach30
Quantification of uncertainties in back-analysis of radar-tracked rockfall trajectories30
Reliability analysis of soil slopes stabilized with piles under rainfall30
Fracture development during disposal of hazardous drilling cuttings by deep underground injection: A review30
Deformation mechanism of landslide caused by wave scouring considering water level rise30
Numerical modelling of rainfall-induced internal erosion process within vegetated deposited slopes30
Hydraulic fracturing enhanced in situ remediation of low-permeability contaminated soils: Injecting-extracting technology29
Discussion of “Site observations of weathered granitic soils subjected to cementation and partial drainage using SCPTU” [J Rock Mech Geotech Eng 15 (2023) 984–996]29
Evaluation of excavation damaged zones (EDZs) in Horonobe Underground Research Laboratory (URL)29
Morphological damage and strength deterioration of red sandstone under freeze–thaw cycles29
Effects of clay content distribution on soil hydrothermal responses in the Lake Chad region: Numerical investigation29
Effect of the in situ leaching solution of ion-absorbed rare earth on the mechanical behavior of basement rock29
Application of engineered compressible inclusions to mitigating soil-structure interaction issues in integral bridge abutments29
Combined effects of discontinuities and intact rock on weak rock at various scales29
Effects of confinement and microwave irradiation duration on weakening strength of hard rocks29
Revealing hydro-mechanical properties of a natural fracture in low-permeable shale29
A deep transfer learning model for the deformation of braced excavations with limited monitoring data29
Engineering properties and dynamic shear behaviors of low kitchen waste in China28
Stress-path dependency of rock shear strength influenced by shear surface integrity: Experimental and numerical investigations28
Effects of advancing tunnel on a loaded pile: Numerical analysis and field measurements28
An equivalent thermal conductivity model of tunnel surrounding rock mass with fractures based on the series-parallel theory28
Optimal slotting angle for directional pressure-relief boreholes in coal: A Fourier-based deformation analysis28
Shear resistance of assembled bentonite interface after confined water saturation and interfacial self-healing capacity28
Prediction of soil-water retention curves in unsaturated soils based on stacked generalization28
Classification and rating of disintegrated dolomite strata for slope stability analysis28
Spatiotemporal deformation characteristics of Outang landslide and identification of triggering factors using data mining28
Seepage of a deep-buried tunnel in large-scale fault zones: Effects of fault heterogeneity and excavation process28
Changes in shear properties of granite fractures subjected to cyclic heating and air-cooling treatments28
Large deformation problems arising from deep excavation in silt strata: A case study in Shenzhen, China28
Subsurface multi-physical monitoring of urban development zone using a fiber optic nerve system28
Real-time determination of sandy soil stiffness during vibratory compaction incorporating machine learning method for intelligent compaction28
Experimental study on mitigating wind erosion of calcareous desert sand using spray method for microbially induced calcium carbonate precipitation27
Experimental study on the shear performance of quasi-NPR steel bolted rock joints27
Microseismic monitoring and forecasting of dynamic disasters in underground hydropower projects in southwest China: A review27
Acquisition of acoustic emission precursor information for rock masses with a single joint based on clustering-convolutional neural network method27
Identification of defects in underground structures using machine learning aided distributed fiber optic sensing27
Performance of a deep in situ pressure-preserving coring controller in a high-temperature and ultrahigh-pressure test system27
Energy-based evaluation and data-driven method of stereoscopic geogrid–soil interface under cyclic loading27
Solidification of leachate sludge by alkali-activated ground-granulated blast-furnace slag combined with polypropylene fiber27
Prediction of time-energy-location of microseismic events induced by deep coal-energy mining: Deep learning approach27
An assumed enhanced strain finite element framework for tensile fracturing processes with dual-mechanism failure in transversely isotropic rocks27
A non-contact measurement method for rock mass discontinuity orientations by smartphone26
Optimized reinforcement of granite residual soil using a cement and alkaline solution: A coupling effect26
Repetitive interface frictional anisotropy mobilized by sand and snakeskin-inspired surfaces26
Enhancing subsurface seismic profiling with distributed acoustic sensing and optimization algorithms26
Energy relief effect of real-time drilling to prevent rockburst in high-stress rock26
Experimental and numerical studies on propagation behavior between hydraulic fractures and pre-existing fractures under prepulse combined hydraulic fracturing26
Investigating dynamic mixed-mode I/II fracture behavior of sandstone using the modified generalized maximum tangential stress criterion26
Development of high-power microwave mechanical integrated continuous mining device26
Modelling rapid non-destructive test using light weight deflectometer on granular soils across different degrees of saturation26
Borehole stability in naturally fractured rocks with drilling mud intrusion and associated fracture strength weakening: A coupled DFN-DEM approach26
Reliability assessment for serviceability limit states of stiffened deep cement mixing column-supported embankments26
Thermal effects on prediction accuracy of dense granite mechanical behaviors using modified maximum tangential stress criterion26
Airblast waves and noises induced by tunnel delay blasting: Field measurement and tempo-spatial analysis26
Microstructural analysis of marl stabilized with municipal solid waste and nano-MgO26
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